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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.9 LAccepted-AOC BEHIND MAHA MIRTYUNJAY MANDIR SPO TYPE MPEB COLONY BIRSINGHPUR PALI DISTRICT UMARIA M P | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹8.9 L+₹98,088 (12.4%)Rejected-Finance | L-2 | Rejected-Finance Other Than L-1 | |
| 3 | L-3₹9.3 L+₹1.4 L (17.8%)Rejected-Finance | L-3 | Rejected-Finance Other Than L-1 | |
| 4 | L-4₹10.3 L+₹2.4 L (29.9%)Rejected-Finance SALJAN MOHALLA MANGTHAR P O SUNDARDADAR DISTT UMARIA M P | SUNDARDADAR | UMARIA | MADHYA PRADESH | L-4 | Rejected-Finance Other Than L-1 |
Tender Value
₹12.7 L
EMD Value
₹31,700
Closing Date
16 Mar 2019, 5:30 pmClosed
office of S.E.Civil SGTPS MPPGCL Birsinghpur
office of S.E.Civil SGTPS MPPGCL Birsinghpur
Construction of RCC ramp and RCC protection wall for surface mounted electronic portable weighbridge near coal sampling site office at SGTPS, Birsinghpur
2019_MPPGC_3960_1
SEC/BRS/339
Open Tender
Civil Works - Others
Item Rate
90 days
office of S.E.Civil SGTPS MPPGCL Birsinghpur
As per NIT
8 documents required · 8 mandatory
₹1,000
Payable To Sr A O SGTPS MPPGCL Birsinghpur
₹31,700
Yes
16 Mar 2022
21 Feb 2019
22 Mar 2019
21 Feb 2019
16 Mar 2019
21 Feb 2019
Excavation in hard soil including cost of all T&P , machinary, labour etc with 50 m lead and 1.5 m lift with dressing as per direction of Engineer-in-charge.
Transportation excavated hard soil upto a lead of 1 KM including loading, unloading, dressing at disposal area as per requirement, with cost of T&P as per direction of Engineer-in-charge.
Providing and laying, spreading and compacting stone agreegate of specific size to WBM specification i/c spreading in uniform thickness and hand packing rolling with viratory rollar of 8-10 tons in stage to proper grade, camber applying requisite type screening /binding internal to fillup intersticks of coarse aggregate watering and compacting to desired density etc. as per MORT & H specification.
(A) Grading-I
(B) Grading-II
(C) Grading-III
Providing and placing in position plain cement concrete at site with mix 1:3:6 graded metal of maximum size 40 mm including all form work, finishing, curing & vibrating with machanical means etc. complete as per direction of Engineer-in-charge.
Construction of dry lean sub base over a prepared sub grade with coarse and fine aggregate confirming to IS 383, the size of coarse aggregate shall not exceed 25 mm, aggregate cement ratio not exceeding 15:1, aggregate gradation after blending to be as per table 600-1, cement content not less than 150 kg/m3 OMC to be detemind during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laying, compacting with 8-10 tones vibratory rollar, finishing and curing and as per relevant clauses of section-601 (MORT&H)
Supplying and fixing (High Yield) strength steel reinforcement bars (tested) for R.C.C. work including cleaning, straitening, cutting, bending, all handling, placing in position and binding with 0.9 mm annealed binding wire etc. complete (including cost of binding wire) Cold worked steel high strength bars confirming to grade Fe 415 of IS:1786
(a) High yield strength deform bar
(b) Mild steel bar
Providing and placing in position R.C.C. of grade M-20 excluding cost of reinforcement but including cost of all T&P materials form work, vibration finishing, curing etc. complete at desired location with graded metal of maximum size 20 mm including all lead & lift complete.
Construction of dowel jointed, Reinforcement cement concrete pavement including guide wall in M-40 grade concrete over a prepared sub base with 43 or higher grade cement, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form , spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant,debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2011 and as per relevant clauses of section-602 of MORTH specifications complete excluding cost of steel in dowel bar & tie rod etc with complete working and quality control as per related IS code 456:2000
Supplying, fabricating erecting in position at exponsion joints sleeve of 32 mm dia GI pipe and 25 mm dia steel dowel bar as per drawing etc cotating of bitumin paint and creasing and packing etc. complete as per direction of Engineering-in-charge.
Earth work in filling with excavatied spoils around concrete works and other location in layers including hand ramming and watering to make in desired profile (Rate including cost of all labours and lifts, cost of water, transportation of spoils up to 100 m) etc. complete as per direction of Engineer-in-charge.
ANANT PROJECTS AND ENGINEERING WORKS
GOLD STAR ENGINEERING SERVICES
R K VISHWAKARMA
RAJKAMAL INFRACON
ANANT PROJECTS AND ENGINEERING WORKS
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